CN218322847U - Foundation structure assembly - Google Patents
Foundation structure assembly Download PDFInfo
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- CN218322847U CN218322847U CN202221901852.4U CN202221901852U CN218322847U CN 218322847 U CN218322847 U CN 218322847U CN 202221901852 U CN202221901852 U CN 202221901852U CN 218322847 U CN218322847 U CN 218322847U
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Abstract
The utility model relates to the technical field of building materials, in particular to a foundation structure component, which comprises a side wall component and a rib plate component; side wall connecting ribs are embedded at two ends of the side wall component, and the side wall connecting ribs are exposed out of the side surface of the side wall component; at least one end of the ribbed plate component is embedded with a ribbed plate connecting rib, and the ribbed plate connecting rib is exposed out of the side surface of the ribbed plate component; the lower end of the rib plate component is provided with a drain hole; during installation, the side of the rib plate component with the rib plate connecting rib is in butt joint with the adjacent side of the side wall component with the side wall connecting rib, and the side wall connecting rib is in lap joint with the rib plate connecting rib. Foundation structure subassembly equipment convenient, the structure is reliable, can adopt prefabricated shaping in the mill, with prefabricated lateral wall component and floor component transport to the job site and carry out the site operation equipment, reduced the complexity of construction, improve the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of the building material technique and specifically relates to indicate a foundation structure subassembly.
Background
During engineering construction, a blind ditch is often required to be arranged for draining spring water or underground concentrated water flow so as to protect the infrastructure. In the existing construction, most blind ditches are formed by pouring reinforced concrete. Firstly, a worker arranges a reinforcing mesh at an underdrain to be poured; then, adopting a plate formwork to build a blind ditch pouring cavity, and pouring cement in the pouring cavity; and finally, after the cement is solidified, removing the plates to obtain the underdrain made of the reinforced concrete. By adopting the pouring mode, the procedures of arranging a reinforcing mesh on site, building a pouring cavity, waiting for cement solidification and the like are required, and the pouring period is long; a large amount of steel bars, cement, sand, construction equipment and the like are required to be placed on the site, the operation of on-site pouring is complex, the consumed working hours and the cost are high, the use requirement cannot be met, and a solution is urgently needed to be provided.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to prior art's not enough, provide a foundation structure subassembly to underdrain construction convenience, improvement efficiency of construction.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model provides a foundation structure component, which comprises a side wall component and a rib plate component; side wall connecting ribs are embedded at two ends of the side wall component, and the side wall connecting ribs are exposed out of the side surfaces of the side wall component; at least one end of the rib plate component is embedded with a rib plate connecting rib, and the rib plate connecting rib is exposed out of the side surface of the rib plate component; the lower end of the rib plate component is provided with a drain hole;
during installation, the side of the rib plate component with the rib plate connecting rib is in butt joint with the adjacent side of the side wall component with the side wall connecting rib, and the side wall connecting rib is in lap joint with the rib plate connecting rib.
Further, the lower end of the side wall component is provided with a water through hole.
Further, the lateral wall component is provided with a lateral wall component net, and the lateral wall component net comprises at least one first transverse steel wire and a first vertical steel wire in staggered lap joint with the first transverse steel wire.
Further, a rib plate member rib net is arranged inside the rib plate member and comprises at least one second vertical steel wire arranged along the height direction of the rib plate member.
Furthermore, the side wall members and the rib plate members are prefabricated plates made of concrete.
Furthermore, the depth of the side wall connecting rib embedded into the side wall component is 60-100mm; the length of the exposed side wall member is 30-700mm.
Furthermore, the side wall connecting ribs and the rib plate connecting ribs are bound by binding wires.
The utility model has the advantages that:
the utility model provides a foundation structure component, when in actual use, the side wall components are installed on the foundation, a blind ditch is enclosed between the side wall components and the building waterproof protective bricks, a plurality of side wall components are selected to be assembled according to the length of the blind ditch actually required, the side wall components are butted at one ends with side wall connecting ribs, and the side wall of the blind ditch is formed by the side wall components; one end of the rib plate component with the rib plate connecting rib is in butt joint with the end face of the side wall component, the other end of the rib plate component is in butt joint with the building waterproof protective brick, the drain hole is positioned in the blind ditch, the side wall component and the rib plate component are provided with a water distribution ditch and a water distribution ditch cover plate, and the side wall component and the rib plate component form a base component for installing the water distribution ditch. Basic structure subassembly equipment convenient, the structure is reliable, can adopt prefabricated shaping in the mill, transport prefabricated lateral wall component and floor component to the job site and carry out the site operation equipment, reduced the complexity of construction, improve the efficiency of construction.
Drawings
Fig. 1 is a schematic perspective view of a sidewall member according to the present invention.
Fig. 2 is a schematic perspective view of a rib plate member according to the present invention.
Fig. 3 is a schematic structural view of the plural side wall members and rib plate members of the present invention when assembled.
Fig. 4 is an assembly structure schematic diagram of the foundation structure component in actual use.
Fig. 5 is another schematic assembly structure diagram of the foundation structure assembly of the present invention in practical use.
Detailed Description
In order to facilitate understanding of those skilled in the art, the present invention will be further described with reference to the following examples and drawings, which are not intended to limit the present invention. The present invention will be described in detail with reference to the accompanying drawings.
Referring to fig. 1 to 5, a substructure assembly includes a sidewall member 1 and a rib member 2; two ends of the side wall component 1 are embedded with side wall connecting ribs 11, and the side wall connecting ribs 11 are exposed out of the side surfaces of the side wall component 1; at least one end of the ribbed plate member 2 is embedded with a ribbed plate connecting rib 21, and the ribbed plate connecting rib 21 is exposed out of the side surface of the ribbed plate member 2; the lower end of the ribbed plate component 2 is provided with a drain hole 22; when the side wall member is installed, one side of the rib plate member 2 with the rib plate connecting rib 21 is in butt joint with the adjacent side of the side wall member 1 with the side wall connecting rib 11, and the side wall connecting rib 11 is in lap joint with the rib plate connecting rib 21.
When the building wall is actually used, the side wall members 1 are installed on the foundation 04, an underdrain is defined between the side wall members 1 and the building waterproof protective bricks 01, a plurality of side wall members 1 are selected to be assembled according to the actually required length of the underdrain, one ends of the side wall members 1 with the side wall connecting ribs 11 are butted, and the side walls of the underdrain are formed by the side wall members 1; one end of the ribbed plate member 2 with the ribbed plate connecting rib 21 is butted with the end face of the side wall member 1, the other end of the ribbed plate member 2 is butted with the building waterproof protective brick 01, and the drain hole 22 is positioned in the blind ditch, so that drainage of the blind ditch is facilitated. A water-dispersing ditch 02 and a water-dispersing ditch cover plate 03 are arranged on a side wall member 1 and a rib plate member 2, and the side wall member 1 and the rib plate member 2 form a basic member for installing the water-dispersing ditch 02. Specifically, the rib plate connecting rib 21 of the rib plate member 2 extends into the side wall connecting rib 11 of one or two adjacent side wall members 1 to be lapped, and binding or welding and other connection can be selected.
Foundation structure subassembly equipment convenient, the structure is reliable, can adopt prefabricated shaping in the mill, with prefabricated lateral wall component 1 and floor component 2 transport to the job site and carry out the site operation equipment, reduced the complexity of construction, improve the efficiency of construction.
In this embodiment, the lower end of the side wall member 1 is provided with a water through hole 10. The water holes 10 arranged on the side wall component 1 can effectively discharge water on the other side of the blind ditch into the blind ditch, thereby avoiding unilateral stress.
In this embodiment, the sidewall member 1 is provided with a sidewall member net 12, and the sidewall member net 12 includes at least one first transverse steel wire 121 and a first vertical steel wire 122 overlapping with the first transverse steel wire 121 in a staggered manner. A rib member web 23 is arranged inside the rib member 2, the rib member web 23 comprising at least one second vertical steel wire 231 arranged in the height direction of the rib member 2. The side wall members 1 and the rib plate members 2 are made of precast slabs made of concrete. Specifically, the first transverse steel wire 121, the first vertical steel wire 122 and the second vertical steel wire 231 may all be cold-drawn steel wires.
In this embodiment, the depth of the sidewall connecting rib 11 embedded into the sidewall member 1 is 60-100mm; the length of the exposed side wall member 1 is 30-700mm. The embedded depth and the exposed length of the rib plate connecting rib 21 are the same as those of the side wall connecting rib 11. The sidewall connecting ribs 11 adopt the connecting size to ensure the requirement of connecting firmness. Avoid the extravagant material of overlength, too short can't firmly connect.
The above description is only for the preferred embodiment of the present invention, and the present invention is not limited to the above description, and although the present invention is disclosed in the preferred embodiment, it is not limited to the above description, and any person skilled in the art can make some changes or modifications to equivalent embodiments without departing from the scope of the present invention, but all the technical solutions of the present invention are within the scope of the present invention.
Claims (7)
1. An infrastructure assembly, comprising: comprises a side wall component (1) and a rib plate component (2); side wall connecting ribs (11) are embedded at two ends of the side wall component (1), and the side wall connecting ribs (11) are exposed out of the side surface of the side wall component (1);
at least one end of the ribbed plate component (2) is embedded with a ribbed plate connecting rib (21), and the ribbed plate connecting rib (21) is exposed out of the side surface of the ribbed plate component (2); the lower end of the rib plate component (2) is provided with a drain hole (22);
during installation, one side of the ribbed plate component (2) with the ribbed plate connecting ribs (21) is in butt joint with the adjacent side of the side wall component (1) with the side wall connecting ribs (11), and the side wall connecting ribs (11) are in lap joint with the ribbed plate connecting ribs (21).
2. A substructure assembly according to claim 1, characterized in that: the lower end of the side wall component (1) is provided with a water through hole (10).
3. A substructure assembly according to claim 1, characterized in that: the side wall component (1) is provided with a side wall component net (12), and the side wall component net (12) comprises at least one first transverse steel wire (121) and first vertical steel wires (122) in staggered lap joint with the first transverse steel wire (121).
4. A substructure assembly according to claim 1, characterized in that: a rib plate member rib net (23) is arranged inside the rib plate member (2), and the rib plate member rib net (23) comprises at least one second vertical steel wire (231) arranged along the height direction of the rib plate member (2).
5. An infrastructure assembly as claimed in any one of claims 1 to 4, wherein: the side wall members (1) and the rib plate members (2) are both made of precast slabs made of concrete.
6. A substructure assembly according to claim 1, characterized in that: the depth of the side wall connecting rib (11) embedded into the side wall component (1) is 60-100mm; the length of the exposed side wall component (1) is 30-700mm.
7. A substructure assembly according to claim 1, characterized in that: the side wall connecting ribs (11) and the rib plate connecting ribs (21) are bundled by binding wires.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221901852.4U CN218322847U (en) | 2022-07-21 | 2022-07-21 | Foundation structure assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221901852.4U CN218322847U (en) | 2022-07-21 | 2022-07-21 | Foundation structure assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218322847U true CN218322847U (en) | 2023-01-17 |
Family
ID=84871800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221901852.4U Active CN218322847U (en) | 2022-07-21 | 2022-07-21 | Foundation structure assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218322847U (en) |
-
2022
- 2022-07-21 CN CN202221901852.4U patent/CN218322847U/en active Active
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